Structural dynamics : fundamentals and advanced applications. Volume I /
Clasificación: | Libro Electrónico |
---|---|
Autores principales: | , |
Formato: | Electrónico eBook |
Idioma: | Inglés |
Publicado: |
London ; San Diego, CA :
Academic Press,
[2020]
|
Temas: | |
Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Front Cover
- Structural Dynamics Fundamentals and Advanced Applications
- Structural Dynamics Fundamentals and Advanced Applications
- Copyright
- Dedication
- Contents
- About the authors
- Preface
- 1
- Structural dynamics
- 1. Introduction
- 1.1 Newton's laws of motion
- 1.1.1 Newton's First Law
- 1.1.2 Newton's Second Law
- 1.1.3 Newton's Third Law
- 1.2 Reference frames
- 1.3 Degrees of freedom
- 1.3.1 Newton's Second Law and rotational motion
- 1.4 Absolute and relative coordinates
- 1.5 Constraints
- 1.6 Distributed coordinates
- 1.7 Units
- 1.7.1 International System of Units
- 1.7.2 US Customary units
- Problems
- Problem 1.1
- Solution 1.1
- Problem 1.2
- Solution 1.2
- Problem 1.3
- Solution 1.3
- Problem 1.4
- Solution 1.4
- Problem 1.5
- Solution 1.5
- Problem 1.6
- Solution 1.6
- Problem 1.7
- Solution 1.7
- Problem 1.8
- Solution 1.8
- Problem 1.9
- Solution 1.9
- Problem 1.10
- Solution 1.10
- Problem 1.11
- Solution 1.11
- Problem 1.12
- Solution 1.12
- Problem 1.13
- Solution 1.13
- Problem 1.14
- Solution 1.14
- Problem 1.15
- Solution 1.15
- Problem 1.16
- Solution 1.16
- Problem 1.17
- Solution 1.17
- Problem 1.18
- Solution 1.18
- Problem 1.19
- Solution 1.19
- References
- 2
- Single-degree-of-freedom systems
- 2. Introduction
- 2.1 Vibration
- 2.2 Rayleigh-energy
- 2.3 Vibration with viscous damping
- 2.3.1 Oscillatory damped vibration
- 2.3.2 Nonoscillatory damped vibration
- 2.4 Free vibration with Coulomb friction (damping)
- 2.5 Forced vibration
- 2.5.1 Harmonic excitation
- 2.5.1.1 Displacement quadrature and coincident responses
- 2.5.1.2 Acceleration quadrature and coincident responses
- 2.5.1.3 Frequency of peak response
- 2.5.1.4 Relationships between response quantities
- 2.5.1.5 Magnitude and phase of response
- 2.5.2 Sudden cessation of harmonic excitation
- 2.5.3 Beating
- 2.6 Base excitation
- 2.6.1 Base excitation equations of motion
- 2.6.2 Harmonic base excitation
- 2.6.3 Sudden cessation of harmonic excitation
- 2.7 Frequency sweep effects
- 2.7.1 Linear sweep
- 2.7.2 Octave sweep
- 2.7.3 Single-degree-of-freedom response
- Problems
- Problem 2.1
- Solution 2.1
- Problem 2.2
- Solution 2.2
- Problem 2.3
- Solution 2.3
- Problem 2.4
- Solution 2.4
- Problem 2.5
- Solution 2.5
- Problem 2.6
- Solution 2.6
- Problem 2.7
- Solution 2.7
- Problem 2.8
- Solution 2.8
- Problem 2.9
- Solution 2.9
- Problem 2.10
- Solution 2.10
- Problem 2.11
- Solution 2.11
- Problem 2.12
- Solution 2.12
- Problem 2.13
- Solution 2.13
- Problem 2.14
- Solution 2.14
- Problem 2.15
- Solution 2.15
- Problem 2.16
- Solution 2.16
- Problem 2.17
- Solution 2.17
- Problem 2.18
- Solution 2.18
- Problem 2.19
- Solution 2.19
- Problem 2.20
- Solution 2.20
- Problem 2.21
- Solution 2.21
- Appendix 2.1 L'H�opital's Rule
- References
- 3
- Transfer and frequency response functions